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Consequence-Based Criteria for the Gulf of Mexico: Development Calibration of Criteria

机译:基于后果的墨西哥湾的标准:标准的开发和校准

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An API Task Group has recently developed Consequence-Based Criteria for the design of new platforms in water depths to 400 feet in the Gulf of Mexico. Risks were categorized in three levels, and appropriate design criteria (expressed as wave, wind, and current criteria) were developed for each of these three levels. This paper will describe the development and calibration of these new criteria from the philosophy, premises, and assumptions, which are documented in a companion paper OTC 11885. [1] The criteria for the most severe risk level are taken as the criteria first presented in the 20th Edition of API RP2A. The criteria for the intermediate risk level incorporated the favorable history and experience of existing platforms that were designed to the 9th - 19th Editions of API RP2A. The criteria for the least severe risk level were based on a statement of acceptable risk for such structures.
机译:API任务组最近开发了基于后果的基于后果的标准,为墨西哥湾的水深到400英尺的新平台设计。 风险分为三个级别,并为这三个层面中的每一个开发了适当的设计标准(表达为波,风和当前标准)。 本文将描述这些新标准的哲学,房屋和假设的开发和校准,这些标准在伴侣纸OTC 11885中记录。[1]最严重的风险水平的标准被认为是首次提出的标准 第20版API RP2A。 中间风险级别的标准纳入了现有平台的有利历史和经验,该平台旨在为API RP2A的第9-19版。 严重风险水平的标准是基于此类结构的可接受风险的陈述。

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